某大型综合医院护理人员针刺及其他锐器损伤状况调查

了解医院护理人员针刺及其他锐器损伤流行现状,为进一步开展干预研究提供线索,并为干预措施效果评价提供基线数据.采用自填式调查问卷对某大型综合医院787名临床一线护理人员在2009年1月1日至2009年12月31日期间所发生的针刺及其他锐器损伤状况进行回顾性调查.护理人员在过去一年中发生针刺及其他锐器损伤共3258人次,针刺及其他锐器损伤年人均发生次数为4.14人次/人,接触发生率(％,人/100人)为88.31.发生针刺及其他锐器损伤的高风险人群为妇产科、重症监护室、外科、急诊科护理人员,其接触发生率(％,人/100人)和年人均发生次数(人次/人)分别为95.56和5.04、95.18和3.64、92.95和4.37、84.13和5.32;引起护理人员针刺及其他锐器损伤的主要医疗操作是掰安瓿、输液结束拔针、整理用毕的锐器、静脉穿刺(采血、加药、输液)和回套针帽,其接触发生率(％,人/100人)分别为67.85、46.89、37.99、14.61和9.28.护理人员针刺及其他锐器损伤主要是由安瓿瓶、头皮针、皮下注射针、缝合针和手术刀片,其损伤接触发生率(％,人/100人)分别为67.98、56.42、37.74、6.73和2.92.护理人员仍然面临较大的针刺及其他锐器损伤风险,不同科室护理人员在不同医疗操作及医疗操作的不同阶段、使用不同医疗锐器、使用锐器的用途不同发生针刺及其他锐器损伤的风险不同,应积极采取有针对性的综合性预防控制措施,全面贯彻落实《血源性病原体职业接触防护导则》(GBZ/T 213-2008).     

灞卞湴鏅尯鐢熸€佽冻杩瑰垎鏋愨€斺€斾互搴愬北涓轰緥

鏍规嵁鍖哄煙鏈簳鐢熸€佽冻杩瑰拰鏃呮父鐢熸€佽冻杩圭殑璁＄畻妯″瀷,瀵瑰簮灞辩殑鐢熸€佽冻杩硅繘琛屼簡鍒嗘瀽璁＄畻,缁撴灉琛ㄦ槑(1)搴愬北鐢熸€佽冻杩归渶姹備负0.354 603 hm2,鍏朵腑鍖哄煙鏈簳鐢熸€佽冻杩逛负0.343 510 hm2,鏃呮父鐢熸€佽冻杩逛负0.011 093 hm2.(2)搴愬北鍙埄鐢ㄧ殑浜哄潎鐢熸€佹壙杞藉姏涓?.219 805 hm2,浜哄潎鐢熸€佽丹瀛楄揪O.123 543 hm2,鍏朵腑鏃呮父鐢熸€佽冻杩瑰崰鎬昏丹瀛楃殑3.13%.(3)鍦ㄩ渶姹傝冻杩圭粨鏋勪腑鍗?8.31%鐨勫寲鐭宠兘婧愬湴,澶уぇ瓒呰繃浜嗗簮灞辩殑鎵胯浇鍔涢潰绉?鑷翠娇搴愬北鐨勭敓鎬佺幆澧冧繚鎶ょ殑鍘嬪姏涓嶆柇鍔犻噸.(4)搴愬北鍗曚綅鏃呮父鐢熸€佽冻杩逛骇鍊间负33缇庡厓/hm2,鍏朵腑鍗曚綅鏃呮父娓歌銆佹梾娓镐綇瀹垮拰鏃呮父璐墿鐨勪骇鍊艰緝楂?鏃呮父浜ら€氬拰鏃呮父椁愰ギ鐨勫崟浣嶄骇鍊肩浉瀵硅緝浣?鏃呮父浜у€艰繕鏈夎緝澶х殑鍙戝睍绌洪棿.(5)鏀垮簻閮ㄩ棬鍜岀ぞ浼氬悇鐣屽繀椤绘帹杩涙洿涓虹郴缁熷寲鐨勬棤闅滅鏃呮父涓?杞彉楂樿兘鑰楃殑缁忔祹鍙戝睍閬撹矾,浠庤€岄檷浣庡崟浣嶇粡娴庢晥鐩婄殑鐢熸€佽冻杩?瀹炵幇搴愬北鐨勫彲鎸佺画鍙戝睍.     

船舶防污染工作要与时俱进

综述了当前社会主义建设发展和国家交通水监系统的不断深化改革的过程中 ,中国水上安全与环保的管理现状和存在问题 ,分析了相关难点 ,提出了船舶防污染工作应适应机构改革的新形势 ,与时俱进的构思     

Ammonium-dependent regulation of aerobic methane-consuming bacteria in landfill cover soil by leachate irrigation

The impacts of landfill leachate irrigation on methane oxidation activities and methane-consuming bacteria populations were studied by incubation of landfill cover soils with leachate and (NH₄)₂SO₄ solution at different ammonium concentrations. The community structures and abundances of methane-oxidizing bacteria (MOB) and ammonia-oxidizing bacteria (AOB) were examined by PCRDGGE and real-time PCR. Compared with the pure (NH₄)₂SO₄ solution, leachate addition was found to have a positive effect on methane oxidation activity. In terms of the irrigation amount, ammonium in leachate was responsible for the actual inhibition of leachate. The extent of inhibitory effect mainly depended on its ammonium concentration. The suppression of the predominant methaneconsuming bacteria, type I MOB, was responsible for the decreased methane oxidation activity by ammonium inhibition. Methaneconsuming bacteria responded diversely in abundance to ammonium. The abundance of type I MOB decreased by fivefold; type II MOB showed stimulation response of fivefold magnification upon the first addition but lessened to be lower than the original level after the second addition; the amount of AOB was stimulated to increase for 20-30 times gradually. Accumulated nitrate from nitrification strengthened the ammonium inhibition on type I and type II MOB, as a result, repetitive irrigation was unfavorable for methane oxidation.     

Absorption characteristics of new solvent based on a blend of AMP and 1,8-diamino-p-menthane for CO2 absorption

Aqueous 1,8-diamino-p-menthane (KIER-C3) and commercially available amine solutions were tested for CO₂ absorption. A 2-amino- 2-methyl-1-propanol (AMP) solution with an addition of KIER-C3 showed 9.3% and 31.6% higher absorption rate for CO₂ than the AMP solution with an addition of monoethanolamine (MEA) and ammonia (NH₃), respectively. The reaction rate constant for CO₂ absorption by the AMP/KIER-C3 solution was determined by the following equation: k_2,AMP/C3 = 7.702×10⁶ exp (-2248.03/T). A CO₂ loading ratio of the AMP/KIER-C3 solution was also 2 and 3.4-times higher than that of the AMP/NH3 solution and the AMP/MEA solution, respectively. Based on the experimental results, KIER-C3 may be used as an excellent additive to increase CO₂ absorption capability of AMP.     

Responses of protists with different feeding habits to the changes of activated sludge conditions: A study based on biomass data

Changes of protists, which were categorized into different functional groups primarily according to their feeding habits, in two full-scale municipal wastewater treatment systems experiencing sludge bulking were investigated over a period of 14 months. Protist biomass represented 3.7% to 5.2% of total biomass on average under normal sludge conditions, and the percentage increased significantly (p < 0.05) under sludge bulking conditions. The biomass of Chilodonella spp., capable of eating filamentous bacteria, tended to decrease in both systems when sludge bulking occurred, showing that the abnormal growth of filamentous bacteria did not lead to a biomass bloom of this group of protists. On the other hand, the bactivorous protists represented more than 96% of total protist biomass, and the biomass of this group, particularly the attached ciliates, increased significantly (p < 0.05) when sludge bulking occurred. The significant increase of the attached ciliates may have possibly facilitated the growth of filamentous bacteria through selectively preying on non-filamentous bacteria and further exacerbated sludge bulking. The redundancy analysis and correlation analysis results showed that the biomass changes of the attached ciliates were primarily related to the sludge volume index and to some extent related to five-day biochemical oxygen demand loading and hydraulic retention time.     

紫外光降解对生物过滤塔去除氯苯性能的影响机制研究

紫外-生物过滤联合工艺中的紫外单元促进了后续生物过滤单元的氯苯去除性能.为了进一步揭示紫外光降解对生物过滤塔运行性能的影响机制,本研究系统分析了紫外光降解对生物过滤塔填料层pH、生物膜特性和填料层结构特性等方面的影响.结果表明,氯苯紫外光降解产物导致了生物过滤单元填料层pH的下降(从pH 6～8降至pH 4～7);另外,紫外单元产生的臭氧降低了生物过滤单元生物膜厚度和生物膜的EPS含量,改善了生物膜的特性,提高了氯苯和营养物质在生物膜内的传质效率.同时,臭氧可以有效控制生物量过量积累,增加了填料层的比表面积(从784 m2.m-3增加至880 m2.m-3),优化了填料层的结构特性,提高了污染物的反应速率.上述各方面的综合作用最终促进了生物过滤单元的氯苯去除性能.     

利用皂土吸附和介电泳方法间接去除水中的Mn2+

水中重金属去除一直是水处理的技术难点.锰虽然是动物必需的微量元素之一,但是人和动物摄入过量的锰会对神经系统等产生毒害.利用皂土吸附水中的重金属Mn2+,在装有微电极阵列芯片的介电泳池研究装置中,通过调节外加交流电压,捕获悬浮液中的皂土从而间接去除Mn2+.吸附了微量重金属离子的皂土被捕获到电场强度较大的区域,发生了正介电泳.该研究为建立一种从废水中间接去除重金属离子的实际可行方法奠定了实验基础,不存在二次污染.     

五种水生植物对水中铀的去除作用

采用水培实验,研究了浮叶植物野生水葫芦(Eichhornia crassipes)、漂浮植物浮萍(Lemna minor L)、满江红(Azolla imbircata)、沉水植物菹草(Potamogeton crispus)、挺水植物空心莲子草(Alligator Alternanthera Herb)在初始铀浓度分别为0.15、1.50和15.00 mg·L^-1水中的生长状况及它们对水中铀的去除能力.结果表明,在21 d的水培试验期内,满江红对铀表现出了最强的抗性,0.15、1.50和15.00 mg·L^-1的铀对满江红的生长抑制率分别只有4.56%、2.48%和6.79%,而满江红对水中铀的去除率分别达到了94%、97%和92%.进一步的试验表明,每1 L水中种植7.5 g满江红,可以获得最大的铀去除率,将初始铀浓度为1.25、2.50、5.00和10.00 mg·L^-1的水体降至国家排放标准(GB 23727—2009)规定值(0.05 mg·L^-1)以下分别需要17、19、23和25 d.研究结果为进一步开展铀污染水体植物修复的研究打下了基础.